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地盤応力からみた群杭の水平抵抗
https://doi.org/10.24517/00011757
https://doi.org/10.24517/0001175742cc54fa-bee2-444f-a2cd-f1c9372297fd
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
AN00044309-8-1-37.pdf (269.6 kB)
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| Item type | 紀要論文 / Departmental Bulletin Paper(1) | |||||
|---|---|---|---|---|---|---|
| 公開日 | 2017-10-03 | |||||
| タイトル | ||||||
| タイトル | 地盤応力からみた群杭の水平抵抗 | |||||
| タイトル | ||||||
| タイトル | Lateral Resistance of Group Poile : from the Condition of Ground Stress | |||||
| 言語 | en | |||||
| 言語 | ||||||
| 言語 | jpn | |||||
| 資源タイプ | ||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||
| 資源タイプ | departmental bulletin paper | |||||
| ID登録 | ||||||
| ID登録 | 10.24517/00011757 | |||||
| ID登録タイプ | JaLC | |||||
| 著者 |
西田, 義親
× 西田, 義親× 北, 哲郎× 八木, 則男 |
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| 著者別表示 |
Nishida, Yoshichika
× Nishida, Yoshichika× Kita, Tetsuro× Yagi, Norio |
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| 書誌情報 |
金沢大学工学部紀要 = Memoirs of the Faculty of Technology Kanazawa University 巻 8, 号 1, p. 37-48, 発行日 1974-03-25 |
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| ISSN | ||||||
| 収録物識別子タイプ | ISSN | |||||
| 収録物識別子 | 0022-832X | |||||
| NCID | ||||||
| 収録物識別子タイプ | NCID | |||||
| 収録物識別子 | AN00044309 | |||||
| 出版者 | ||||||
| 出版者 | 金沢大学工学部 = Faculty of Technology Kanazawa University | |||||
| 抄録 | ||||||
| 内容記述タイプ | Abstract | |||||
| 内容記述 | The analysis developed by the authors on a single pile is extended to the case of the group piles in the clay ground. The lateral resistance of piles in elastic limit, the group efficiency, the load distribution on each pile and the deformation of pile head are studied. According to the theoretical studies, the following results are obtained. (1) The stresses in the soil within the group pile foundations· is lower than those in the soil outside the foundations. (2) The modulus of subgrade reaction of each pile in the group is a function of the position, the space, the numbers of piles and is smaller than that of a single pile for the same soil. (3) The group efficiency of the line piles becomes to 100% if the pile space is greater than 6~8 times the pile diameter, while the group efficience of a square group pile gets no further than 80~90% even if its pile space is approaching to 20 times the pile diameter. |
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| 著者版フラグ | ||||||
| 出版タイプ | VoR | |||||
| 出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||
